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5683 Construct Storm Sewer & Drainage,DATE 1 1 ORDINANCE NWEF W3 (Published in the Salina Journal 1-1 1952 AN ORDINANCE providing for the construction of certain storm sewers and drainage in the City of Salina, to be designated as Storm Sewers Number D -A, D -B, D -C, and D -D, and providing for the letting of contract for such construction and for the payment of the cost thereof. WMMEAS, at all time heretofore, the entire City of Salina has constituted a storm sewer and drainage district and bonds issued to pay the cost thereof arePaYa ble by a general tax as provided by law; and BE IT ORDAINED by the Board of Commissioners of the City of Salina, Kansas: Section 1. That the preamble of this ordinance is hereby incorporated herein. That the entire City of Salina is hereby determined to be the benefit district as a consequence of the installation of a system of storm sewerage and drainage as here- inafter provided. Section 2. That is is necessary and it is hereby ordered that a storm sewer (described as a main sewer and certain laterals for convenience only), which is hereby designated as Storm Sewer Number D -A, together with all necessary inlets, inlet connections, manholes, connecting lines, sluice gates and other appurtenances, be constructed in the City of Salina along the following course, to -watt Storm and drainage Sewer D -,A includes the mein ewer running from Dry Creek south to the intersection of Viemont Avenue and Crawford Avenue, thence easterly and southerly through certain streets in the Sunset Manor Addition and the Likine-Poster Addition and terminating hear the southeast corner of the Likens -Foster Addition, and all laterals which drain into Main Sewer D -A, being Laterals Number D -Al, D -A2, D -A3, D --A4, D -AS aid D -A60 all being a part of Storm Sewer Number D -A, more particularly described as followst Main Sewer D -A: Beginning at a point on the south bank of Dry Creek dMe iiorsecer tion of Viemont Avenue extended north; thence south with a 72 -inch sewer pipe approximately 1,423 feet to a point in the intersection of Vi wont Avenue and Crawford Street; thence east in Crawford Avenue with a 72 -inch sewer pipe approximately 119 feet to a point in the intersection of Seneca Avenue and Crawford Street; thence south and southeasterly in Seneca Avenue with a 72-inoh sewer pipe approximately 470 feet to a point in the intersection of Seneca, Avenue and Cherokee Drive; thence continuing southeasterly in Senses, Avenue with a 64 -inch sewer pipe approximately 1,250 feet to a point in the intersection of Seneca Avenue and Franklin Avenue; thence east In Franklin Avenue with a 54 -inch sewer pipe approximately 300 feet to a point in the intersection of Franklin Avenue and Osage Drive; thence south in Osage Drive with a 48-1noh sewer pipe approximately 2,152 feet to a point in the intersection of Osage Drive and Kiowa Avenue; thence continuing south in Osage Drive with a 42 -inch sewer pipe approximately 200 feet to a point in the intersection of Osage Drive and Pawnee Avenue; thence continuing south in the easement provided therefor with 42 -inch sewer pipe approximately 347 feet to the terminus point approximately 13 feet north of the south boundary line of the Likins-Poster Addition, and Lateral Noe D -A3. Beginning at Manhole No. M -A3 in said described in msewer in the intersection of Seneca Avenue and Cherokee Drive; thence northeasterly in Cherokee Drive with a 12 -inch sewer pipe s,ppa-oximately 420 feet, being the terminus of Lateral No. DAl, and Lateral No. D -A2 Beginning at Manhole No. A5 in said described main sewer in Seneca Drive; thence northeasterly in the easement provided therefor with a 1€-4nch sewer pipe approximately 284 feet to a point in Osage Avenue, being the terminus of Lateral No. D -A2, and Lateral Dm. D -A3 B eginaing at Man Is No, A10 in said described main ;ewer in the intersection of Osage Drive and Ponca Avenue; thence west with a 15 -inch sewer pipe approximately 300 feet to a point in the intersection of Ponca Avenue and Seneca Avenue, being the terminus of i Lateral No. D -A3, and Lateral Noe D -A4. B *ginning at Manhole Noe A14 in said described main sewer in the intersection of Osage Drive and Cheyenne Avenue; thence westerly in Cheyenne Avenue with a 12 -inch sewer pipe approximately 710 feet, being the terminus of Lateral No. D -A4. and Fj 1 1 ooNsouonrco—sou; , Lateral No. D"U* Beginning at Manhole No. A16 in said described Baia sewer in t e intersection of Osage Drive and Ki.owa Avenue; thence westerly in Kiowa Avenue with a 15-inoh surer pipe approx- imately 700 feet, being the terminus of Lateral No. D -A5, and Lateral No. D -A6. Beginning at Manhole Mol A17 in said described main sewer in Osage Drive; thence southwesterly and westerly is Pawnee Avenue with a 15 -inch sewer pipe approximately 820 feet, being the terminus of Lateftl No. D -A6. i Section 3. That it is necessary and it is hereby ordered that a storm and drainage sewer (described as a main sewer and certain laterals for convenience only), which is hereby designated as $town and Drainage Sewer No. D -B together with all necessary inlets, inlet connections, manholes, connecting lines, sluice gates and other appurtenances, be constructed within the City of Salina along the following course, to -wits Storm and Drainage Sewer D -B includes the main sewer running from the intersection with Storm Sewer D -A at the intersection of Chero- kee Drive and Seneca Avenue, southerly through certain streets in the Sunset Manor and Likins-Foster Additions, and terminating at the j intersection of Apache Brive and Pawnee Avenue, and all laterals which drain into Mein Sewer D -B, being Laterals No. D -B1, D -B2, D -B% D -B4, D -B5, D -B6 and D -B7, all being a part of Storm Sewer No. D -B, More particularly described as followas Main Sewer D -B. Beginning at Manhole No. A3 in the intersection of Seneca Avenue and Cherokee Drive; thence southwesterly in Cherokee Drive with a 60 -inch sewer pipe approximately 620 feet to a point in the intersection of Cherokee Drive and Commanehe Avenue; thence southeast in Commanche Avenue with a 36 -inch sewer pipe approximately 762 feet to a point in the intersection of Commanche Avenue and Pontiac Avenue; thence south in Pontiac Avenue with a 36 -inch sewer Pipe approximately 400 feet to Manhole Noe B7 in Pontiac Avenue; thence continuing south in Pontiac Avenue with a 30 -inch sewer pipe approximately 789 feet to the intersection of Pontiac Avenue and Republic Avenue; thence continuing south in Pbintiae Avenue with 24 inch sewer pipe approximately 300 feet to a point in the inter- section of Pontiac Avenue and Arapahoe Avenue; thence west in Ara- pahoe Avenue with a 24• -inch sewer pipe approximately 403 feet to a point in the intersection of Arapahoe Avenue and Apache Drive; thence south in Apache Drive with a 24 -inch sewer pipe approximately 330 feet to a point in the intersection of Apache Drive and Cheyenne Jtieue; thence continuing south in Apache Drive with an 18-inoh sewer pipe approximately 280 feet to a point in the intersection of Apache Drive and Siowa Avenue; thence continuing south in Apache Drive with a 12-inoh sewer pipe approximately 285 feet to a point in the inter- section of Apache Drive and Pawnee Avenue, being the terminus of Main Sewer D -B, and, Lateral No. D -BI beginning at Manhole No. B2 in said described main sewer in Me Iatersection of Commanche Avenue and Chero- kee Drive; thence northwesterly in Coaamanche Avenue with a 12 -inch sewer approximately 300 feet to a point in the intersection of Commanche j Avenue and Hemlock Drive, being the terminus of Lateral No. D -Bl, and, Lateral No. D-B2,Beginning at Manhole No. B4 in said described, main BMW in COmmanche Avenue; thence northeast with a 12 -inch sewer Pipe, through the easement provided therefor, approxdmately 284 feet to a point in Choctaw Avenue, being the terminus of Lateral No. D -B2, and, Lateral Noo, D -B3, Beginning at Manhole Noe B7 in said described main sewer in Pontiac Avenue, thence east with a 15 -inch sewer pipe, through the easement provided therefor, a distance of approximately 284 feet to a point in Choctaw Avenue, being the terminus of Lateral No.D-B3, and, Lateral Bo. D -B4, Beginning at Manhole Noe B8 in said described main sewer in the intersection of Pontiac Avenue and Pueblo Avenue; thence west in Pueblo Avenue with a 15 -inch sewer pipe a distance of approxi- mately 300 feet to a point in the intersection of Pueblo Avenue and Navajo Avenues being the terminus of Lateral No. D -ns, and, Lateral Noe D -B5 Beginning at Manhole No. B10 in said described main sewer in the intersection of Pontiac Avenue and Republic Avenue; thence west in Republic Avenue with a 15-inoh sewer pipe approximately 593 feet to a point in the intersection of Republic Avenue and Cherokee Drive, being the terminus of Lateral No. D -B5, and, CODLI DATEC- ?.'_1 1 Lateral No• D -B6, Beginning at Manhole No. B10 in said described main sewer in the intersection of Pontiac Avenue and Republic Avenue, thence east in Republic Avenue with a 12 -inch sewer pipe a distance of approximately 380 feet, being the terminus of Lateral No. D -B6, and, tateral No. D -B7. Beginning at Manhole No. B-11 in said described gain sewer in the intersection of Pontiac Avenue and Arapahoe Avenue; thence east in Arapahoe Avenue with a 12 -inch sewer pipe a distance of approximately 370 feet, bUmel the terminus of Lateral No. D -B7. Section 4. That it is necessary and it is hereby ordered that a storm sewer and drainage (described as a main sewer and certain laterals for convenience only), which is hereby designated as Storm and Drainage Sewer No. D -C together with all necessary inlets, inlet connections, manholes, connecting lines, sluice gates and other appurtenances, be constructed within the City of Salina along the following course, to -wits Storm and Drainage Sewer D -C includes the main sewer running from the intersection with Storm Sewer D -B in the intersection of Comman- che Avenue and Cherokee Drive and extending south in Cherokee Drive and west in Plum Drive, terminating at the intersection of Plum Drive and Hemlook Drive, and all laterals which drain into Main Sewer D -C, being lateral No. D -C1 only, all being a part of Storm Sewer D -C, more particularly described as followsa Main Sewer D -C. Beginning at Manhole No. M -B2 in the intersection of Caerro etc e 1 eve and Commanohe Avenue; thence southerly in Cherokee Drive with 42 -inch scorer pipe approximately 510 feet to a point in the intersection of Cherokee Drive and Plum Drive; thence west in Plum Drive with a 42 -inch sower pipe approximately 300 feet to a point in the intersection of Plum Drive and Hemlock Drive, being the terminus of Main D -C, and Lateral No. D -C1. Beginning at Manhole No. 11-02 in said described main sewer in the intersection of Plum Drive and Hemlock Drive; thence west in Plum. Drive with a 12-inoh surer pipe approximately 660 feet to a point in the intersection of Plum Drive and Willow Drive, being the terminus of Lateral No. D --C1. Section 5. That it is necessary and it is hereby ordered that a storm and drainage sewer (described as a main sewer and certain laterals for convenience only), which is hereby designated as Storm and Drainage Sewer No. D -D together with all necessary inlets, inlet connections, manholes, connecting lines, sluice gates and other appurtenances, be constructed within the City of Salina along the following course, to -mitt Storm Sewer D -D includes the main sewer running from the inter -ft section of Viemont Avenue and Crawford Avenue, west in Crawford Avenue, south in Choctaw Avenue, most in Cypress Drive and south in Birch Drive, and all laterals which drain into Main Sewer D -D, being lateral No. D -DI only, all being a part of Storm, Sewer D -D, more particularly described as follaws: Main Sewer D -D. Beginning at Manhole No. V4U in in the intersection Of Viemant Avenue and Crawford Avenue; thence west in Crawford Avenue with a 24 -inch sewer pipe approximately 170 feet to a point in the intersection of Crawford Avenue and Chootaw Avenue; thence south in Choctaw Avenue with a 24 -inch sewer pipe approximately 190 feet to a point in the intersection of Choctaw Avenue and Cypress Drive; thence west in Cypress Drive with a 24-inoh sewer pipe approximately 870 feet to a point in the intersection of Cypress Drive and Birch Drive; thence south in Birch Drive with an 18-inoh sewer pipe approx- imatelY 800 feet tv Manhole No. X -D6, being the tak inus of Main Sewer D -D, and Lateral No. D -Dl. Beginning at Manhole No. M -D4 in said described main sewer in the intersection of Cypress Drive and Birch Drive; thence west in Cypress Drive with a 12 -inch sower pipe approximately 280 feet to a point in the intersection of Cypress Drive and 'Willow Drive; thence south in Willow Drive with a 12 -inch sewer pipe 200 feet to manhole No. M -D80 being the terminus of Lateral No. D -DI. 1 1 1 Section S• That on or before the 11th day of August 1952 j Mammy A. Wilson, a duly qualified engineer, shall prepare and file in the office of the City Clerk, detailed plans and specifications for the construction of the storm sewers provided for in Sections 2, 31, 4 and 5 of this ordinance with vitrified and/or corrugated metal pipe, bituminous coated, and/or concrete sewer pipe or any combination of such types of sewer pipe and on or before the same date shall preps e and file in the office of the City Clerk, under oath, detailed estimates of the cost thereofe After such plans aid specifications and estimate of cost shall have been filed, the City Clerk shall advertise by advertisements published in the official city paper for at least three consecutive days for sealed proposals for the building and construction of such storm sewers and at the time and place mentioned, the Board of Commissioners may let a contract with the lowest and best responsible bidder therefor for the building and construction of such storm and drainage sewers, but the right to rejct any and all bids shall be and is hereby reserved; and, provided further that if no responsible person shall }pose to enter a contract at a price not exceeding the estimated cost, then the Board of Commissioners may proceed to construct said improvements within the estimated cost thereof and shall purchase the necessary tools, apparatus and mterials and employ the necessary labor for the Purpose of constructing the same. Section ?. That for the payment of the cost of such work, the Board of Comes- issioners shall issue General Obligation and Improvement Bonds of the City of Salina, Kansas, in an amount not to exceed the total cost of such work and improve Mentes Mwept as herein provided, to be payable in ten ..�.approximately equal Annual installments and to bear interest at not to emeed 5% per annum and from the date of such bonds, and for the purpose pf paying such bonds and interest as they sGrerally mature, the Board of Commissioners shall armually levy a tax upon all real and personal property in the City of Salina in an amount sufficient to pay the annual installments of such principal and interests and that pending the issuance of such bonds, tanporary notes shall be issued according to law, to pay the cost of such work. Section 4. This ordinance shall take effect and be in force from and after its Publication in the official city paper. Attest t i City C erk �I Introducedt July 21st ,1952 Passeds August lith 1952 3fayor